CN105862900B - Prefabricated garage structural system based on prefabricated pile and method - Google Patents
Prefabricated garage structural system based on prefabricated pile and method Download PDFInfo
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- CN105862900B CN105862900B CN201610357117.4A CN201610357117A CN105862900B CN 105862900 B CN105862900 B CN 105862900B CN 201610357117 A CN201610357117 A CN 201610357117A CN 105862900 B CN105862900 B CN 105862900B
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- isolated footing
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses prefabricated garage structural system and method based on prefabricated pile, including prefabricated pile, more prefabricated piles constitute the vertical bearing member of garage structure, and guide rail is equipped in prefabricated pile appearance；Cross-brace beam, including ground beam and composite beam, ground beam are arranged around prefabricated pile to support the bottom plate in garage, composite beam to be arranged to support garage floorboard or garage top panel around prefabricated pile for one week；Isolated footing, by the connection for designing groove realization and prefabricated pile and prefabricated ground beam；All structural elements such as prefabricated pile, isolated footing etc. are all to carry out batch production processing, composable to construct, and reduce the discharge of the pollutant of construction site；Pass through the cooperation of the setting of guide rail and isolated footing and mounting flange so that the verticality of prefabricated pile is ensured, ensure that the bearing capacity of structure well, and structure precision is guaranteed；Prefabricated pile and garage pillar are combined into one, not only energy saving, but also substantially increase the construction efficiency of underground garage.
Description
Technical field
The present invention relates to basement structures, the prefabricated garage structural system specifically based on prefabricated pile and method.
Background technology
Fabricated construction refers to that the structural elements such as beam, column and plate in structure are prefabricated in the factory completion, at the scene assembled shape
At the structure of stress system.Urbanization in China is accelerated, and urban ground space is increasingly narrow, and the construction of underground garage alleviates ground
The pressure of face parking, largely newly-built residential housing and public building etc. are provided with underground garage.Garage generally uses independent base
Plinth, cast-in-place framework.According to foundation condition, often uses isolated footing and area is larger, while 250mm thickness or more is set
Waterproof bottom plate, then bind pillar reinforcing bar and pour concrete column etc., this have the consequence that site operation efficiency is low, the construction period
It is long, cause a large amount of waste pollution environment.Meanwhile when foundation soil is weaker, needs a large amount of stakes come when ensureing bearing capacity, stake
The verticality of body is difficult to ensure that this is unfavorable to structure stress；Currently, existing disclosed prefabricated garage system agent structure is steel knot
Structure, buried depth is shallower, does not consider the effect of lower part stake, and the vertical load born is smaller, is not suitable for use in house and common buildings
The underground garage form of object；In addition site concrete is mostly non-prestressed component, cannot make full use of the characteristic of material, cause wave
Take, this just needs to carry out new research and design to prefabricated garage structural system and method.
Invention content
In view of the above-mentioned problems, in order to solve the deficiencies in the prior art, the present invention, which provides one kind, can make full use of material
Matter, and can ensure the assembled vehicle based on prefabricated pile of the stress performance of structure while improving construction efficiency, environmental protection
Library structure system and method.
Scheme provided by the invention is：
Prefabricated garage structural system based on prefabricated pile, including：
Prefabricated pile, more prefabricated piles constitute the vertical bearing member of garage structure, and guide rail is equipped in prefabricated pile appearance；
Cross-brace beam, including ground beam and composite beam, ground beam are arranged around prefabricated pile to support the bottom plate in garage, fold for one week
Beam is closed around prefabricated pile to be arranged to support garage floorboard or garage top panel；
Isolated footing supports ground beam, the setting of isolated footing more square by the guide rail sleeve on prefabricated pile on prefabricated pile
Just support of the realization to ground beam, meanwhile, help the loading force for undertaking garage.
The present invention is fast applied using prefabricated pile or prefabricated post, prefabricated cross-brace beam and isolated footing, batch production making
The advantage of work, according to the underground garage number of plies and height, sizing production prefabricated pile, prefabricated pile is pressed into ground, undertakes vertical load, shape
At single pile single-column structure, pile connects the integral plane of waterproof sole shape, and prefabricated pile considers basis and the installation sizing of horizontal floor
Design.High-strength prefabricated stake eccentric compression, it is contemplated that outsourcing regular reinforcement increases pillar bending resistance and ductility, realizes building for garage
Build construction industries.
Further, further include mounting flange, mounting flange in order to which isolated footing and prefabricated pile are connected as an entirety
In being fixed with isolated footing on the prefabricated pile prefabricated pile and isolated footing are formed an entirety to bear load.
Further, reinforced concrete floor is equipped with to enhance anti-bending strength and ductility in the outside of the prefabricated pile.
Further, the isolated footing is more than the taper of upper end size, tapered form not only materials in lower end size
It is few, and meet the general requirement to isolated footing structure stress, the cross-brace beam, isolated footing are that factory's reinforcing bar is mixed
Solidifying soil prefabricated component is to improve assembling speed.
Further, the upper surface of the isolated footing is preset with steel plate, and steel plate is fastened by fastener and mounting flange,
Fastener is fastening bolt, while multiple bolts hole with fastening bolt cooperation are equipped on mounting flange horizontal segment.
Further, the isolated footing inner surface coordinates with the guide rail, realizes the direction of the prefabricated pile indentation soil body
Control, while can guarantee the verticality of indentation pile body.
Further, for operating easily, the guide rail be a plurality of recessed groove, the isolated footing inner surface be equipped with it is recessed
Fall into the protrusion of slot cooperation.
Further, at least two faces at the top of the isolated footing are equipped with the groove coordinated with described ground beam end,
The riding position of ground beam is controlled by groove, and in the thin real concrete joint filling in the position for the isolated footing being connect with ground beam.
Further, it is provided with inner groovy on the prefabricated pile, and is equipped in inner groovy for matching with overlapping beam end
The built-in fitting of conjunction is anchored by built-in fitting and the built-in fitting welding of overlapping beam end.
Further, the mounting flange includes the vertical section being placed on outside prefabricated pile and the horizontal segment that is connect with vertical section,
The main function of vertical section is to increase power transmission area of the prefabricated pile to prefabricated square spread footing, prevents prefabricated rectangular pile pile in water
Since stress concentration is destroyed at flat section, the main function of horizontal segment is mutually tied with the pre-buried square plate in isolated footing is made
It closes, ensures the verticality of prefabricated pile.
The construction method of the prefabricated garage structural system based on prefabricated pile, is as follows：
Step 1)：Isolated footing is fixed in the position after determining the position of prefabricated pile；
Step 2)：Ground beam is installed by isolated footing；
Step 3)：The prefabricated pile that mounting flange is cased on pile body is configured across isolated footing；
Step 4)：The waterproof bottom plate of underground garage is installed；
Step 5)：Composite beam is fixed to support the floorboard or garage top panel in garage by prefabricated pile；
Step 6)：Integral cast-in-situ face layer is distinguished on the floorboard and composite beam in garage, on garage top panel and composite beam.
In addition, after the completion of step 3), outsourcing is carried out to prefabricated pile external application armored concrete, to improve whole flexing resistance
Energy.
The present invention operation principle be：Pass through the dual pile body that ensure that of the setting of guide rail, fastener and mounting flange
Verticality.The construction of traditional composite beam is that composite beam is shelved on styletable, cost superimposed sheet then cast-in-place concrete face layer with
The globality for ensureing structure, to realize single pile single-column in view of the pillar of prefabricated pile and underground garage is combined into one by the present invention,
Use on prefabricated pile that the mode of embedded iron parts or a prefabricated pile indent part is to realize the connection with Prefabricated superposed beam, with this
To improve construction efficiency.Meanwhile this structural system considers the structural effect of waterproof bottom plate, can effectively increase the whole of structure
Body and overall stiffness can partly reduce the size of other structures component such as Prefabricated superposed beam, have good economy.
The beneficial effects of the invention are as follows：
1) all structural elements such as prefabricated pile, isolated footing etc. is all to carry out batch production processing, composable to construct, and is subtracted
The discharge of the pollutant of construction site is lacked；
2) pass through the cooperation of the setting of guide rail and isolated footing and mounting flange so that the verticality of prefabricated pile is able to
Ensure, ensure that the bearing capacity of structure well, and structure precision is guaranteed；
3) prefabricated pile and garage pillar are combined into one, not only energy saving, but also substantially increase the construction of underground garage
Efficiency；
4) effect of waterproof floor structure is considered as can increasing globality and rigidity of structure etc., by the way that independent base is arranged
Plinth had both facilitated the support to waterproof bottom plate and ground beam, and can be effectively increased the wholeness and whole stiffness of structure again, can partly subtract
The sectional dimension of other few components, has good economy.
Description of the drawings
Fig. 1 is a kind of structural system schematic three dimensional views of the present invention.
Fig. 2 be the prefabricated square spread footing schematic three dimensional views of the present invention (by taking rectangular hole as an example, circular hole with etc
Like).
Fig. 3 be prefabricated pile of the present invention basic part schematic three dimensional views (by taking precast square pile as an example, pre- rounding stake with etc
Like).
Fig. 4 is that prefabricated pile of the present invention connect floor map with ground beam, waterproof bottom plate and composite beam.
Fig. 5 is that prefabricated pile of the present invention connect floor map with ground beam, waterproof bottom plate and composite beam.
Wherein：1. isolated footing, 2. ground beams, 3. waterproof bottom plates, composite beam at 4. floors, 5. prefabricated piles fold at 6. stake tops
Close beam, 7. superimposed sheets, 8. grooves to match with ground beam, 9. isolated footing inner surface guide rails, 10. pre-embedded steel slabs, 11. pre-buried anchors
Bolt, 12. vertical sections, 13. horizontal segments, 14. bolts hole, 15. arc-shaped guide rails, 16. prefabricated pile inner groovies, 17. prefabricated pile surrounding layers,
18. embedded iron parts at prefabricated pile floor.
Specific implementation mode
The invention will be further described with specific embodiment with reference to the accompanying drawings of the specification：
As shown in Figure 1, a kind of assembled Novel garage structural system based on prefabricated pile, including：It is multiple prefabricated rectangular only
Vertical basis 1, more prefabricated ground beams 2, the prefabricated waterproof bottom plate 3 of polylith, more prefabricated piles 5, composite beam 4 at more floors, more piles
Composite beam 6 at top, polylith superimposed sheet 7.In the foundation pit dug, is positioned by unwrapping wire and hang prefabricated square spread footing 1
It is attached to anchor point, is adjusted to level.Prefabricated ground beam 2 is lifted to the inside grooves for being placed in prefabricated square spread footing 1, in its company
Place is met with thin real concrete joint filling.The lifting of prefabricated pile 5 is directed at the reserved hole of prefabricated square spread footing 1, piling machine is slowly
Prefabricated pile 5 is pressed into the soil body, work progress pays attention to monitoring the levelness of prefabricated square spread footing or the verticality of pile body.It waits for
When pile body is pressed into certain depth, pre-buried anchor bolt or fastening bolt can pass through and pacify on prefabricated pile 5 on prefabricated square spread footing 1
The bolt hole on flange 13 is filled, is anchored anchor bolt with nut.The lifting of waterproof bottom plate 3 is mounted on ground beam 2 and is anchored, is connect
It is tamped with thin real concrete at seam and with the connecting portion of prefabricated square spread footing.After all pile bodies are all constructed,
It lifts at composite beam 4 to 5 floor absolute altitude of prefabricated pile, by welding or directly by the side on Prefabricated superposed beam insertion prefabricated pile 5
Formula realizes the connection of Prefabricated superposed beam and prefabricated pile 5.To ensure the bending resistance and ductility of pile body, it is contemplated that outside prefabricated pile 5
Wrap up one layer of armored concrete in side.By in the lifting to composite beam 4 of superimposed sheet 7, the globality of structure is improved by cast-in-place face layer.
When underground garage top level structure layer is constructed, composite beam 6 at the top of prefabricated pile is first shelved on 5 top of prefabricated pile, it is mixed using assembled
The general joint structure measure of Xtah Crude Clay structure is anchored, and is lifted superimposed sheet 7 after the completion and is shelved on composite beam 6, use is general
Joint structure measure is anchored, and the cast-in-place face layer of distributing bar is laid with after the completion of anchoring.
As shown in Fig. 2, prefabricated square spread footing includes：Armored concrete block, the groove 8 to match with ground beam 2, steel
There are the holes that prefabricated pile passes through in reinforced concrete block, and square plate 10, cast-in fixing bolt 11 are fixed in hole upper horizontal.
Prefabricated square spread footing meets the force request of general isolated footing, and guide rail i.e. isolated footing is internally provided in isolated footing 1
Inner surface guide rail 9,15 size of arc-shaped guide rail on 9 size ratio prefabricated pile 5 of isolated footing inner surface guide rail is bigger, in isolated footing
The main function of surface guide rail 9 is：(1) direction controlling of the prefabricated pile indentation soil body；(2) guide rail and 5 size of prefabricated pile are suitable, with
This ensures the verticality of indentation pile body.Prefabricated square spread footing 1 is reserved with and ground beam section at the position that it connect with ground beam 2
Consistent groove is primarily used to the riding position of control ground beam 2, and in the thin real concrete in the position being connect with ground beam 2
Joint filling.Pre-embedded steel slab 10 is located at the top of prefabricated square spread footing 1, is provided with bolt hole thereon, and main function is fixed anchor
The position of bolt prevents it from deviateing scheduled position when making, and mitigates the when of being connect with prefabricated rectangular pile pile mounting flange and answer
The influence that power is concentrated, cast-in fixing bolt 11 are mainly connect with the mounting flange of prefabricated pile 5.
As shown in figure 3, prefabricated pile 5 (by taking square pile as an example, circle stake is similar) foundation includes：Square pile pile body, rectangular installation
Flange vertical section 12, mounting flange horizontal segment 13 reserve anchor bolt hole 14, arc-shaped rail 15.Prefabricated pile 5 meets bearing capacity one
As require and also serve as garage vertical posts force request, the undersized of the prefabricated square spread footing reserving hole of size ratio.
Pre-buried square mounting flange includes vertical section 12, horizontal segment 13, and main function is by prefabricated pile 5 and prefabricated square spread footing
1 one entirety of formation bears external load, and the main function of vertical section 12 is to increase prefabricated pile 5 to prefabricated square spread footing 1
Power transmission area prevents prefabricated rectangular pile pile at horizontal segment 13 since stress concentration is destroyed, the main function of horizontal segment 13
To be combined with 1 pre-embedded steel slab 10 of prefabricated square spread footing, ensure prefabricated pile 5 verticality, bolt hole 14 mainly with it is prefabricated
1 cast-in fixing bolt of square spread footing is combined the prefabricated square spread footing 1 of anchoring and square mounting flange.It is big for arc-shaped guide rail 15
The small guide rail size with 1 inner surface of prefabricated square spread footing matches, and pre-buried length is the stake bottom of prefabricated pile 5 to mounting flange
14 bottom surface of horizontal segment, main function are to ensure verticality of the prefabricated pile 5 during being pressed into the soil body while reducing prefabricated pile 5
With prefabricated square spread footing 1 in lower stake due to the destruction of pile body or isolated footing caused by the two friction and Extrusion.
As shown in figure 4, prefabricated pile connect with ground beam, waterproof bottom plate and composite beam including：Prefabricated square spread footing 1, in advance
Stake 5 processed, prefabricated ground beam 2, prefabricated waterproof bottom plate 3, composite beam 4 at floor, indent 16 at prefabricated pile floor, prefabricated pile surrounding layer
17.The connection type of composite beam 4 and prefabricated pile 5 is to lift composite beam 4 to floor absolute altitude at floor, from 5 side of prefabricated pile
Prefabricated superposed beam 4 is filled in into prefabricated pile 5, in the thin real coagulation in the gap position of composite beam 4 and 5 groove of prefabricated pile after the completion of placement
Native joint filling.Since pile body also serves as the pillar of underground garage, anti-bending strength and ductility to pile body have higher requirement, it is contemplated that
Outsourcing is carried out in existing pile body external application armored concrete, out-to-out can be obtained according to correlation computations.
As shown in figure 5, prefabricated pile connect with ground beam, waterproof bottom plate and composite beam including：Prefabricated square spread footing 1, in advance
Pile body 5 processed, prefabricated ground beam 2, prefabricated waterproof bottom plate 3, composite beam 4 at floor, embedded iron parts 18 at prefabricated pile floor, prefabricated pile
Surrounding layer 17.The connection type of composite beam 4 and prefabricated pile 5 is welding at floor, and composite beam 4 is embedded with and prefabricated pile in its end
The consistent ironware of embedded iron parts 18.At the lifting to floor absolute altitude of composite beam 4, the pre-buried ironware of composite beam 4 and prefabricated pile are pre-
The ironware 18 buried is anchored after aligning by welding, and the levelness for monitoring composite beam is needed in work progress.
The construction method of the prefabricated garage structural system based on prefabricated pile, is as follows：
Step 1)：Isolated footing is fixed in the position after determining the position of prefabricated pile；
Step 2)：Ground beam is installed by isolated footing；
Step 2)：The prefabricated pile that mounting flange is cased on pile body is configured across isolated footing；
Step 3)：The bottom plate of underground garage is installed；
Step 4)：Composite beam is fixed to support the floorboard or garage top panel in garage by prefabricated pile；
Step 5)：On the floorboard and composite beam in garage, garage top panel and decibel integral cast-in-situ face layer on composite beam.
In addition, outsourcing is carried out to prefabricated pile external application armored concrete in step 2), to improve whole anti-bending strength.
It further, can be according to general precast construction construction method in Prefabricated superposed beam 4 after above step is fully completed
Upper prefabricated superimposed sheet 7 of constructing.Top composite beam 6 directly rests on stake top, and construction method is similar with general beam-column connection,
Specifically refer to related specifications.
Further, the integral cast-in-situ face layer on superimposed sheet and composite beam, increases the globality of structure.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not the whole embodiments of the present invention, not limiting
The system present invention, all within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in
Within protection scope of the present invention.
In addition to technical characteristic described in specification, remaining technical characteristic is technology known to those skilled in the art, in order to prominent
Go out the innovative characteristics of the present invention, details are not described herein for above-mentioned technical characteristic.
Claims (8)
1. the prefabricated garage structural system based on prefabricated pile, which is characterized in that including：
Prefabricated pile, more prefabricated piles constitute the vertical bearing member of garage structure, and guide rail is equipped in prefabricated pile appearance；Cross-brace
Beam, including ground beam and composite beam, ground beam are arranged around prefabricated pile to support the bottom plate in garage, composite beam to surround driving pre-fabricated pile for one week
It sets to support garage floorboard or garage top panel；
Isolated footing, by the guide rail sleeve on prefabricated pile to support ground beam on prefabricated pile；
Mounting flange, mounting flange are placed on the prefabricated pile and are fixed with isolated footing to form prefabricated pile and isolated footing
For one entirety to bear load, the mounting flange includes the vertical section being placed on outside prefabricated pile and the level that is connect with vertical section
Section.
2. the prefabricated garage structural system based on prefabricated pile as described in claim 1, which is characterized in that the isolated footing
It is more than the taper of upper end size in lower end size, the cross-brace beam, isolated footing are mill work.
3. the prefabricated garage structural system based on prefabricated pile as claimed in claim 1 or 2, which is characterized in that the independence
The upper surface on basis is preset with steel plate, and steel plate is fastened by fastener and mounting flange.
4. the prefabricated garage structural system based on prefabricated pile as described in claim 1, which is characterized in that the isolated footing
Inner surface coordinates with the guide rail, is equipped with reinforced concrete floor in the outside of the prefabricated pile to enhance anti-bending strength and prolong
Property.
5. the prefabricated garage structural system based on prefabricated pile as claimed in claim 4, which is characterized in that the guide rail is more
Recessed groove, the isolated footing inner surface are equipped with the protrusion coordinated with recessed groove.
6. the prefabricated garage structural system as described in claim 1 or 4 based on prefabricated pile, which is characterized in that the independence
At least two faces at basic top are equipped with the groove coordinated with the ground beam.
7. the prefabricated garage structural system based on prefabricated pile as described in claim 1, which is characterized in that in the prefabricated pile
On be provided with inner groovy, and be equipped with for the built-in fitting with the overlapping beam end cooperation of garage floorboard in inner groovy.
8. the construction method of the prefabricated garage structural system based on prefabricated pile as described in any one of claim 1-7,
It is characterized in that, is as follows：
Step 1)：Isolated footing is fixed in the position after determining the position of prefabricated pile；
Step 2)：Ground beam is installed by isolated footing；
Step 3)：The prefabricated pile that mounting flange is cased on pile body is configured across isolated footing；
Step 4)：The bottom plate of underground garage is installed；
Step 5)：Composite beam is fixed to support the floorboard or garage top panel in garage by prefabricated pile；
Step 6)：Integral cast-in-situ face layer is distinguished on the floorboard and composite beam in garage, on garage top panel and composite beam.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610357117.4A CN105862900B (en) | 2016-05-25 | 2016-05-25 | Prefabricated garage structural system based on prefabricated pile and method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610357117.4A CN105862900B (en) | 2016-05-25 | 2016-05-25 | Prefabricated garage structural system based on prefabricated pile and method |
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| CN105862900A CN105862900A (en) | 2016-08-17 |
| CN105862900B true CN105862900B (en) | 2018-08-28 |
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Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677202A (en) * | 2016-11-30 | 2017-05-17 | 福建省建筑设计研究院 | Prefabricated ground and construction method |
| CN107401302A (en) * | 2017-03-10 | 2017-11-28 | 卡典智能科技（北京）有限公司 | A kind of gravity decomposer of low layer multi-storied garage |
| CN107558776B (en) * | 2017-09-09 | 2018-06-15 | 汤刚健 | The prefabricated component of flange is equipped in six direction to be assembled into stereo garage in a whole night |
| SG11202005453WA (en) * | 2017-12-16 | 2020-07-29 | Nxt Ip Pty Ltd | A building system |
| CN109339087B (en) * | 2018-10-08 | 2023-10-27 | 贺州通号装配式建筑有限公司 | Infrastructure system of low-rise building |
| CN110485553A (en) * | 2019-09-06 | 2019-11-22 | 泰州市保力装配式住宅工业有限公司 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
| CN111561162A (en) * | 2020-06-04 | 2020-08-21 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Frame system installation process based on fabricated building |
| CN112746629B (en) * | 2020-12-30 | 2022-04-05 | 山东大学 | Open caisson type superposed shear wall underground garage and construction method thereof |
| CN112982473B (en) * | 2021-03-04 | 2022-08-30 | 北京工业大学 | Unbonded prefabricated frame building foundation node and connection method thereof |
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| CN205636771U (en) * | 2016-05-25 | 2016-10-12 | 山东大学 | Assembled garage structure system based on precast pile |
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| JPH0652012B2 (en) * | 1988-02-05 | 1994-07-06 | 石川島建材工業株式会社 | The structure of the sloping floor type parking lot |
| JP2008190319A (en) * | 2008-05-09 | 2008-08-21 | Jfe Engineering Kk | Floor structure of multistory parking garage |
| CN103397660B (en) * | 2013-08-05 | 2015-07-15 | 中国建筑股份有限公司 | Construction method of underground construction |
| CN203716408U (en) * | 2013-12-12 | 2014-07-16 | 王睿敏 | Assembly type frame column |
| CN204418761U (en) * | 2015-01-22 | 2015-06-24 | 傅礼铭 | A kind of prefabricated garage |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN205636771U (en) * | 2016-05-25 | 2016-10-12 | 山东大学 | Assembled garage structure system based on precast pile |
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